Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes

Geopolymer concrete is a type of amorphous alumino-silicate cementitious material. Geopolymer can be polymerized by polycondensation reaction of geopolymeric precursor and alkali polysilicates. Compared to conventional cement concrete, the production of geopolymer concrete has a relative higher stre...

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Main Authors: Hussin, Mohd. Warid, Bhutta, Muhammad Aamer Rafique
Format: Book Section
Published: Trans Tech Publications 2011
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Online Access:http://eprints.utm.my/id/eprint/29359/
http://dx.doi.org/10.4028/www.scientific.net/AMR.339.452
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spelling my.utm.293592017-02-04T07:39:55Z http://eprints.utm.my/id/eprint/29359/ Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes Hussin, Mohd. Warid Bhutta, Muhammad Aamer Rafique TA Engineering (General). Civil engineering (General) Geopolymer concrete is a type of amorphous alumino-silicate cementitious material. Geopolymer can be polymerized by polycondensation reaction of geopolymeric precursor and alkali polysilicates. Compared to conventional cement concrete, the production of geopolymer concrete has a relative higher strength, excellent volume stability and better durability. This paper presents the mix design and compressive strength of geopolymer concrete manufactured from the blend of palm oil fuel ash (POFA) and pulverized fuel ash (PFA) as full replacement of cement with a combination of sodium silicate and sodium hydroxide solution used as alkaline liquid. The density and strength of the geopolymer concrete with various PFA: POFA ratios of 0:100, 30:70, 50:50 and 70:30 together with sodium silicate to sodium hydroxide solution by mass at 2.5 and 1.0, are investigated. The concentrations of alkaline solution used are 14 Molar and 8 Molar. Tests were carried out on 100×100×100 mm cube geopolymer concrete specimens. Specimens were cured at room temperature and heat curing at 60°C and 90°C for 24 hours, respectively. The effects of mass ratios of PFA: POFA, the alkaline solution to PFA: POFA, ratio and concentration of alkaline solution on fresh and hardened properties of concrete are examined. The results revealed that as PFA: POFA mass ratio increased the workability and compressive strength of geopolymer concrete are increased, the ratio and concentration of alkaline solution increased, the compressive strength of geopolymer concrete increases with regards to curing condition. Trans Tech Publications 2011 Book Section PeerReviewed Hussin, Mohd. Warid and Bhutta, Muhammad Aamer Rafique (2011) Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes. In: Advanced Manufacturing Systems. Advanced Materials Research, 339 . Trans Tech Publications, Switzerland, pp. 452-457. ISBN 978-303785249-1 http://dx.doi.org/10.4028/www.scientific.net/AMR.339.452 10.4028/www.scientific.net/AMR.339.452
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hussin, Mohd. Warid
Bhutta, Muhammad Aamer Rafique
Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
description Geopolymer concrete is a type of amorphous alumino-silicate cementitious material. Geopolymer can be polymerized by polycondensation reaction of geopolymeric precursor and alkali polysilicates. Compared to conventional cement concrete, the production of geopolymer concrete has a relative higher strength, excellent volume stability and better durability. This paper presents the mix design and compressive strength of geopolymer concrete manufactured from the blend of palm oil fuel ash (POFA) and pulverized fuel ash (PFA) as full replacement of cement with a combination of sodium silicate and sodium hydroxide solution used as alkaline liquid. The density and strength of the geopolymer concrete with various PFA: POFA ratios of 0:100, 30:70, 50:50 and 70:30 together with sodium silicate to sodium hydroxide solution by mass at 2.5 and 1.0, are investigated. The concentrations of alkaline solution used are 14 Molar and 8 Molar. Tests were carried out on 100×100×100 mm cube geopolymer concrete specimens. Specimens were cured at room temperature and heat curing at 60°C and 90°C for 24 hours, respectively. The effects of mass ratios of PFA: POFA, the alkaline solution to PFA: POFA, ratio and concentration of alkaline solution on fresh and hardened properties of concrete are examined. The results revealed that as PFA: POFA mass ratio increased the workability and compressive strength of geopolymer concrete are increased, the ratio and concentration of alkaline solution increased, the compressive strength of geopolymer concrete increases with regards to curing condition.
format Book Section
author Hussin, Mohd. Warid
Bhutta, Muhammad Aamer Rafique
author_facet Hussin, Mohd. Warid
Bhutta, Muhammad Aamer Rafique
author_sort Hussin, Mohd. Warid
title Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
title_short Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
title_full Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
title_fullStr Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
title_full_unstemmed Mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
title_sort mix design and compressive strength of geopolymer concrete containing blended ash from agro-industrial wastes
publisher Trans Tech Publications
publishDate 2011
url http://eprints.utm.my/id/eprint/29359/
http://dx.doi.org/10.4028/www.scientific.net/AMR.339.452
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